A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction method of cantilever beam scaffold
The invention discloses a construction method of a cantilever beam scaffold. The construction method comprises the following steps that cantilever beam construction is conducted, specifically, a cantilever beam is fixed on floor slabs, and the cantilever beam is extended out of the floor slabs to form a scaffold erection foundation; scaffold construction is conducted, specifically, a scaffold is erected on the scaffold erection foundation, bottom horizontal tubes are installed at the bottom and the top of the scaffold, and the ends of the bottom horizontal tubes extend to the floor slabs; and a fixing structure is pre-buried on each floor slab, and the ends of the bottom horizontal tubes and the fixing structures are locked and fixed. On the basis of original cantilever beam scaffold construction, the fixing structures are pre-buried on the floor slabs and fixedly connected with the bottom horizontal tubes, so that the scaffold is fixedly connected with each floor slab, the overall stability of the scaffold is guaranteed, and the situation that according to an original cantilever beam scaffold construction scheme, only independent reinforcement construction of the scaffold is conducted, and related construction with a fixed floor slab structure is avoided, so that the problem of potential safety hazards is caused by too large shaking amplitude of the scaffold is avoided.
本发明公开了一种悬挑梁脚手架的施工方法，包括以下步骤:悬挑梁施工，在楼板上固定悬挑梁，并延伸出所述楼板，形成脚手架搭设基础；脚手架施工，在所述搭设基础上搭设脚手架，并在所述脚手架的底部以及顶部安装扫地杆，并使所述扫地杆的端头延伸至所述楼板上；在每层所述楼板上预埋固定结构，并将所述扫地杆的端头与所述固定结构锁紧固定；本发明在原有悬挑梁脚手架施工的基础上，在楼板上预埋固定结构并与扫地杆固定连接，使得脚手架与每层楼板均进行固定连接，保证了脚手架的整体稳定性，避免了以往的悬挑梁脚手架施工方案只进行脚手架的单独加固施工，而不与固定的楼板结构发生关联施工，导致脚手架晃动幅度过大引发的安全隐患问题。
Construction method of cantilever beam scaffold
The invention discloses a construction method of a cantilever beam scaffold. The construction method comprises the following steps that cantilever beam construction is conducted, specifically, a cantilever beam is fixed on floor slabs, and the cantilever beam is extended out of the floor slabs to form a scaffold erection foundation; scaffold construction is conducted, specifically, a scaffold is erected on the scaffold erection foundation, bottom horizontal tubes are installed at the bottom and the top of the scaffold, and the ends of the bottom horizontal tubes extend to the floor slabs; and a fixing structure is pre-buried on each floor slab, and the ends of the bottom horizontal tubes and the fixing structures are locked and fixed. On the basis of original cantilever beam scaffold construction, the fixing structures are pre-buried on the floor slabs and fixedly connected with the bottom horizontal tubes, so that the scaffold is fixedly connected with each floor slab, the overall stability of the scaffold is guaranteed, and the situation that according to an original cantilever beam scaffold construction scheme, only independent reinforcement construction of the scaffold is conducted, and related construction with a fixed floor slab structure is avoided, so that the problem of potential safety hazards is caused by too large shaking amplitude of the scaffold is avoided.
本发明公开了一种悬挑梁脚手架的施工方法，包括以下步骤:悬挑梁施工，在楼板上固定悬挑梁，并延伸出所述楼板，形成脚手架搭设基础；脚手架施工，在所述搭设基础上搭设脚手架，并在所述脚手架的底部以及顶部安装扫地杆，并使所述扫地杆的端头延伸至所述楼板上；在每层所述楼板上预埋固定结构，并将所述扫地杆的端头与所述固定结构锁紧固定；本发明在原有悬挑梁脚手架施工的基础上，在楼板上预埋固定结构并与扫地杆固定连接，使得脚手架与每层楼板均进行固定连接，保证了脚手架的整体稳定性，避免了以往的悬挑梁脚手架施工方案只进行脚手架的单独加固施工，而不与固定的楼板结构发生关联施工，导致脚手架晃动幅度过大引发的安全隐患问题。
Construction method of cantilever beam scaffold
一种悬挑梁脚手架的施工方法
LI ZHENG (author) / WANG KE (author) / ZHAO HUI (author) / ZHENG MINGLIN (author) / DUANMU YONGZHENG (author) / WU ZHULAN (author) / SUN YANTING (author) / PENG GUANGMOU (author) / NIU YONG (author) / JIN RUIFEI (author)
2021-06-29
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
| European Patent Office | 2022